• Finally, Suggestions are made for future studies of soil cyclic plastic models.

    提出了土体循环塑性模型有待进一步研究的若干问题。

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  • The constitutive behaviors of soils under cyclic loads and the mechanical requirements for cyclic plastic models are briefly summarized.

    简要归纳了循环荷载作用下土体本构特性和循环塑性模型需满足的力学条件。

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  • Cyclic plastic strains are analyzed for the pressurized elbow subjected to symmetric out-of-plane bending with finite element method (FEM) and the assumption of elastic-perfectly plasticity (EPP).

    利用有限元法,采用弹性理想塑性模型,对受对称面外弯曲的内压弯管进行循环塑性分析。

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  • Based on the strength criterion of the incremental plastic collapse, the inelastic deformation behavior of a ship's hull girder under cyclic bending loads was discussed in detail in this paper.

    根据递增塑性破坏的强度准则,详细讨论了循环弯曲载荷下船体梁的非弹性变形性能。

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  • The result shows: the local residual tensile stress and cyclic compressive loading thrust fatigue crack initiation and propagation in the size of compressive plastic zone.

    结果表明,疲劳裂纹是在残余拉应力和循环压应力作用下萌生和扩展的,压塑性变形是裂纹萌生和扩展的必要条件。

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  • Analyzing the micro plastic deformation of metal material under static load and cyclic stress, the scientific basis for choice dynamical stress of VSR is provide.

    本文分析了静载荷及循环载荷下的微塑性变形行为,认为振动时效动应力的选择应以材料的疲劳极限作为依据。

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  • It was shown that the cumulative plastic strain depended not only on the applied cyclic stress and number of cycles, but also on the initial static deviatoric stress level.

    在上海地区典型饱和软粘土不排水循环三轴试验的基础上,分析了影响软粘土塑性累积变形的主要因素:循环荷载的作用次数,初始静偏应力和循环加载动偏应力。

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  • Strength and deformation were studied on plastic concrete in different loading ways through direct and cyclic loading and unloading testing.

    通过塑性混凝土在单调和循环加卸载下的试验,对不同加卸载作用下塑性混凝土的强度和变形性能进行研究。

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  • Both shot peening and contact rolling belong to the cyclic elastic-plastic deformation process under the action of Hertz stress.

    喷丸过程和随后的接触疲劳滚压过程同属在赫兹应力作用下的循环弹塑性应变过程。

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  • Moreover, the irreversible plastic deformation of rock increased, and at the same time, the fracture deformation of rock gradually increased, which was produced by cyclic load.

    岩石的不可逆塑性变形随动应变增加而增大,同时由循环荷载引起的损伤变形也逐渐增加。

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  • The (aeolotropism) and Bauschinger effect resulted from plastic deformation under cyclic loading were reflected by the kinematic hardening model in the SFEM.

    针对复杂的交变载荷,采用运动强化模型反映塑性应变引起的各向异性和包辛格效应。

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  • For theses shorts of plastic theory, it will bring serious errors in the prediction of metal strength and especially in the case of cyclic loading.

    这种理论上的不足,对于金属的强度估计特别是循环载荷下金属的疲劳强度估计有可能造成严重的偏差。

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  • The liquefaction front, originating from the envelope of initial effective stress points, gradually approaches the failure line as the cyclic mobility proceeds as a function of plastic shear work.

    液化面作为累积剪切功的函数,从初始应力点的包络线开始,随着循环活动性的进行,逐渐接近破坏线。

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  • The liquefaction front, originating from the envelope of initial effective stress points, gradually approaches the failure line as the cyclic mobility proceeds as a function of plastic shear work.

    液化面作为累积剪切功的函数,从初始应力点的包络线开始,随着循环活动性的进行,逐渐接近破坏线。

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